An assembled roll welding machine and its method for processing steel reinforcement cages
Through the design and application of prefabricated roller welding machines, the complex problem of reliance on manpower and equipment for steel cage production is solved, automated production is realized, efficiency and safety are improved, and it is suitable for the processing of steel cages of different sizes.
Patent Information
- Application Number
- CN202310370569.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-04-07
- Publication Date
- 2025-05-30
- Estimated Expiration
- 2043-04-07
AI Technical Summary
In the prior art, the production of steel cages mainly relies on manpower, has low degree of automation, low efficiency, high cost, and is complex in the equipment structure and large in area, making it difficult to meet quality and safety requirements.
A prefabricated roller welding machine is provided, including a transverse rail group, a bracket group, a longitudinal rail group, a rotary drive device, a semicircular annular steel bar slot and an auxiliary processing channel steel ring. Through the combination and coordinated work of these components, the automatic processing of the steel cage is realized.
The automated production of steel cages has been realized, which reduces manpower dependence, improves production efficiency and safety, reduces the footprint and complexity of the equipment, and meets the processing of steel cages with different size requirements.
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Figure CN116460404B_ABST
Abstract
Description
Technical Field
[0001] This application belongs to the technical field of machining equipment, and more specifically, it relates to an assembled seam welder and a method for processing a steel reinforcement cage. Background Art
[0002] The pile foundation is a commonly used foundation form in highway bridge construction. The pile foundation construction is to first set out and fix points at the designed positions, then carry out drilling construction. After the hole is formed, the steel reinforcement cage is lowered, and finally the concrete is poured to complete. Since the pile foundation needs to bear the load of the entire building and transfer it to the foundation at the bottom of the entire building, the construction quality of the pile foundation is particularly important.
[0003] The steel bar project in the pile foundation belongs to the concealed project. At present, the production of the steel reinforcement cage mainly relies on manual production, which not only has low automation, low efficiency, requires a large amount of manpower and material resources, and has a high production cost; moreover, the quality of the produced steel reinforcement cage is difficult to guarantee, and key technical indicators such as the spacing of the main steel bars are difficult to meet the requirements; furthermore, the safety of workers is difficult to guarantee. At present, there are also professional equipment for processing and manufacturing steel reinforcement cages, but there are still deficiencies such as complex structure and large floor area. Summary of the Invention
[0004] The purpose of this application is to provide an assembled seam welder and a method for processing a steel reinforcement cage to solve the technical problems that the production of the steel reinforcement cage in the prior art mainly relies on manpower and the existing equipment has a complex structure and a large floor area.
[0005] To achieve the above object, the technical solution adopted in this application is:
[0006] In a first aspect, this application provides an assembled seam welder, including:
[0007] A transverse guide rail group, including at least two spaced-apart transverse guide rails;
[0008] At least two bracket groups, each bracket group including two symmetrically arranged brackets; two symmetrically arranged brackets are slidably connected to each transverse guide rail;
[0009] A longitudinal guide rail group, including two groups of longitudinal guide rails symmetrically arranged at both ends of the transverse guide rail group;
[0010] Two connecting rods, the two ends of the transverse guide rail are respectively connected to the connecting rods;
[0011] Two sliding platforms, the two ends of each sliding platform are respectively slidably connected to the longitudinal guide rails;
[0012] Two rotary drive devices, respectively arranged on the two sliding platforms;
[0013] At least two semi-circular steel bar chutes, with one of the semi-circular steel bar chutes movably connected to each of the bracket groups, and a plurality of concave-convex notches for clamping steel bars are arranged at intervals on each of the semi-circular steel bar chutes;
[0014] At least two auxiliary processing channel steel rings, with the auxiliary processing channel steel rings movably supported in at least two of the semi-circular steel bar chutes; and,
[0015] Two rotating members, with one end of each rotating member movably connected to the rotating shaft of one of the rotary drive devices and the other end movably connected to the auxiliary processing channel steel ring.
[0016] Further, the rotary drive device includes:
[0017] A lifter, with one end fixed on the sliding platform;
[0018] An installation base, connected to the lifter; and,
[0019] A servo motor, fixed on the installation base, and the rotating shaft of the servo motor is connected to the rotating member.
[0020] Further, support frames are provided at both ends of the installation base, and each support frame includes two symmetrically arranged vertical rods, with one end of each vertical rod fixed on the sliding platform.
[0021] Further, each support frame further includes two symmetrically arranged first diagonal braces, with one end of each first diagonal brace fixedly connected to the installation base and the other end abutted against the vertical rod.
[0022] Further, each support frame further includes two symmetrically arranged second diagonal braces, with one end of each second diagonal brace fixedly connected to the sliding platform and the other end fixedly connected to the vertical rod.
[0023] Further, the bracket includes a column, an inner diagonal brace and an outer diagonal brace, with the inner diagonal brace and the outer diagonal brace respectively arranged on both sides of the column, and the inner diagonal brace and the outer diagonal brace are both obliquely connected to the column.
[0024] Further, the rotating member includes at least two rotating rods of the same length, with one end of each rotating rod connected to the inner wall of the auxiliary processing channel steel ring and the other end converging and connecting to the center of the auxiliary processing channel steel ring.
[0025] Further, a fixed support plate is provided in the middle of each transverse guide rail for supporting the semi-circular steel bar chute.
[0026] Further, a fixed clip is provided on each bracket for fixedly clamping the semi-circular steel bar chute.
[0027] Further, the transverse guide rail includes two channel steels with concave surfaces facing each other and a steel plate connected between the two channel steels.
[0028] Further, the longitudinal guide rail includes two channel steels with concave surfaces facing each other and a steel plate connected between the two channel steels.
[0029] Further, a plurality of threaded holes are provided along the length direction of the transverse guide rail.
[0030] Further, a plurality of threaded holes are provided along the length direction of the longitudinal guide rail.
[0031] Further, it further includes at least two longitudinal aggregate racks. The longitudinal aggregate racks are connected to at least two of the brackets. The longitudinal aggregate rack includes a longitudinal cross bar, a transverse cross bar, and a vertical baffle. One end of the longitudinal cross bar is connected to the upper side of the outer diagonal brace, one end of the vertical baffle is connected to the lower side of the outer diagonal brace, and both ends of the transverse cross bar are respectively connected to the longitudinal cross bar and the vertical baffle. The transverse cross bar is used to support and place steel bars.
[0032] In a second aspect, the present application provides a method for processing a steel reinforcement cage, which is processed by using the prefabricated rolling welding machine described in any one of the above. The method includes the following steps:
[0033] S1. Determine the number of segments and the length of each segment of the steel reinforcement cage according to the length of the fixed-length steel bars, the total designed length of the steel reinforcement cage, and the hoisting capacity. Determine the number of transverse guide rails included in the transverse guide rail group according to the length of each segment. According to the diameter of the steel reinforcement cage to be fabricated, slide the slidable support group along the transverse guide rail group to a suitable position, and install and fix the baffle to fix the position of the slidable support group. After sliding the sliding platform along the longitudinal guide rail group to a suitable position, fix it on the longitudinal guide rail.
[0034] S2. Select a semi-circular steel bar clamping groove with a suitable size according to the diameter of the steel reinforcement cage to be fabricated, and snap it between the support groups to fix the position of the semi-circular steel bar clamping groove.
[0035] S3. Lift the processed main reinforcement bars by a hoisting device and place them on the concave-convex bayonets of the semi-circular steel bar slot. Adjust the positions of the main reinforcement bars until the ends of the steel bars are on the same horizontal plane. Hoist the auxiliary processing channel steel ring for steel cage to the space between the support groups. Weld all the main reinforcement bars to the auxiliary processing channel steel ring. Then lift and rotate the auxiliary processing channel steel ring by 180 degrees. After that, lift the other half of the main reinforcement bars by the hoisting device respectively and place them on the concave-convex bayonets of the semi-circular steel bar slot. Adjust the positions of the main reinforcement bars until the ends of the steel bars are on the same horizontal plane. Then weld and connect all the main reinforcement bars to the auxiliary processing channel steel ring. Connect the power rotating shaft of the rotary drive device to the rotating member, and connect the other end of the rotating member to the auxiliary processing channel steel ring;
[0036] S4. Lift the auxiliary processing channel steel ring away from the semi-circular steel bar slot. First, weld the end of the stirrup to a main reinforcement bar. Control the synchronous rotation of both ends of the steel cage by the rotary drive device, drive the continuous and uniform rotation of the rotating member, and then wind the stirrup around the main reinforcement bar. Perform welding construction while rotating, so as to form a finished steel cage, and then cut off the stirrup;
[0037] S5. After the production of the finished steel cage is completed, lower the finished steel cage and place it on the semi-circular steel bar slot. Remove the rotating members at both ends, move the finished steel cage to separate the steel cage from the semi-circular steel bar slot, and transport the steel cage to the designated storage area.
[0038] Compared with the prior art, the present application has the following technical effects:
[0039] Each structural part of the assembled type rolling welding machine of the present application can be assembled into an integral body through simple assembly, with a relatively simple structure and a small floor area. By arranging the rotary drive device on the longitudinal sliding platforms at both ends of the steel cage and controlling the synchronous rotation of both ends of the steel cage by the rotary drive device, the rolling welding machine of the present application can wind the stirrup around the main reinforcement bar and perform welding construction while the steel cage rotates in place. Compared with the way of longitudinal feeding of the steel cage, it effectively reduces the floor area.
[0040] By arranging a plurality of transverse guide rails and slidable support groups slidably connected to the transverse guide rails, and cooperating with the auxiliary processing channel steel rings and semi-circular steel bar slots with different diameters of the steel cage, the assembled type rolling welding machine of the present application can meet the processing and production of steel cages with different size requirements, and improves its general applicability.
[0041] The assembled type rolling welding machine of the present application connects the main reinforcement bars through the auxiliary processing channel steel ring and the semi-circular steel bar slot, avoiding manual steel bar threading, improving the production efficiency, saving time and effort, and improving the safety at the same time.
[0042] An assembled rolling welding machine of the present application can ensure that the spacing between main reinforcement bars is distributed as required and meet the quality control requirements of the steel reinforcement cage by arranging a semi-circular ring-shaped steel bar slot and placing the main reinforcement bars at the concave-convex bayonet of the semi-circular ring-shaped steel bar slot.
[0043] A method for processing a steel reinforcement cage of the present application uses an assembled rolling welding machine to fabricate the steel reinforcement cage, avoiding manual steel bar threading, improving production efficiency, saving time and effort, and enhancing safety at the same time. BRIEF DESCRIPTION OF THE DRAWINGS
[0044] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the following will briefly introduce the drawings required for use in the embodiments or the description of the prior art. Obviously, the following drawings are only some embodiments of the present application. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.
[0045] Figure 1 FIG. 1 is a schematic diagram of the overall structure of an assembled rolling welding machine provided by an embodiment of the present application;
[0046] Figure 2 FIG. 2 Figure 1 is a top view structure diagram of a partial structure in FIG. 1;
[0047] Figure 3 FIG. 3 Figure 1 is a side view structure diagram of FIG. 2;
[0048] Figure 4 FIG. 4 is a schematic diagram of the connection structure among a semi-circular ring-shaped steel bar slot, an auxiliary processing channel steel ring and a main reinforcement bar provided by an embodiment of the present application;
[0049] Figure 5 FIG. 5 Figure 1 is a partial enlarged structure diagram at A in FIG. 4.
[0050] Among them, the reference numerals in the drawings are as follows:
[0051] 1. Horizontal guide rail group, 101. First horizontal guide rail, 102. Second horizontal guide rail, 103. Third horizontal guide rail, 2. Bracket group, 201. First bracket, 202. Second bracket, 203. Column, 204. Inner diagonal brace, 205. Outer diagonal brace, 3. Semi-circular steel bar card slot, 4. Longitudinal guide rail group, 401. First longitudinal guide rail, 402. Second longitudinal guide rail, 5. Sliding platform, 6. Rotary drive device, 7. One-drag-two servo motor driver, 8. Connecting rod, 9. Lifter, 10. Installation base, 11. Servo motor, 12. Support frame, 121. Vertical rod, 122. First diagonal brace, 123. Second diagonal brace, 13. Rotary member, 14. Auxiliary processing channel steel ring, 15. Aggregate rack, 151. Longitudinal cross bar, 152. Horizontal cross bar, 153. Vertical retaining bar, 16. Fixed support plate, 17. Concave-convex bayonet, 18. Fixed clip. Detailed implementation manners
[0052] In order to make the technical problems, technical solutions and beneficial effects to be solved by the present application clearer, the present application will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present application and are not used to limit the present application.
[0053] It should be noted that when an element is referred to as being "fixed to" or "disposed on" another element, it can be directly on the other element or indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element.
[0054] It should be understood that the orientation or positional relationship indicated by the terms "length", "upper", "lower", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present application and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as a limitation to the present application.
[0055] In addition, the terms "first", "second", "third", "fourth", "fifth" are only used for descriptive purposes and cannot be understood as indicating or implying relative importance or implicitly indicating the quantity of the indicated technical features. Thus, the features defined with "first", "second", "third", "fourth", "fifth" may explicitly or implicitly include one or more of such features. In the description of the present application, "a plurality" means two or more unless otherwise specifically defined.
[0056] Please refer to Figures 1 to 5 together, and a prefabricated rolling welding machine and a method for processing a steel reinforcement cage provided by an embodiment of the present application will be described.
[0057] In an embodiment of the present application, an assembled rolling welding machine of the embodiment of the present application includes a transverse guide rail group 1, at least two support groups 2, a longitudinal guide rail group 4, two connecting rods 8, two sliding platforms 5, two rotary driving devices 6, at least two semi-circular steel bar clamping grooves 3, at least two auxiliary processing channel steel rings 14, and two rotary members 13. The transverse guide rail group 1 includes at least two laterally spaced guide rails. Each support group 2 includes two symmetrically arranged supports, namely a first support 201 and a second support 202. Two symmetrically arranged supports are slidably connected to each transverse guide rail. The longitudinal guide rail group 4 includes two sets of longitudinally symmetrically arranged guide rails at both ends of the transverse guide rail group 1. Both ends of the transverse guide rail are respectively connected to the connecting rod 8, and the connecting rod 8 can be made of channel steel. Both ends of each sliding platform 5 are respectively slidably connected to the longitudinal guide rails. The two rotary driving devices 6 are respectively arranged on the two sliding platforms 5. One semi-circular steel bar clamping groove 3 is movably connected to each support group 2. A plurality of concave-convex clamping openings 17 for clamping steel bars are spaced on each semi-circular steel bar clamping groove 3. The concave-convex clamping openings 17 can be equally spaced on the semi-circular steel bar clamping groove 3. The concave-convex clamping openings 17 are processed and formed according to parameters such as the spacing of main steel bars. During use, the main steel bars are simply laid on it for welding construction. At least two semi-circular steel bar clamping grooves 3 movably support the auxiliary processing channel steel ring 14. One end of each rotary member 13 is movably connected to the rotating shaft of a rotary driving device 6, and the other end is movably connected to the auxiliary processing channel steel ring 14.
[0058] In an embodiment of the present application, the transverse guide rail group 1 includes three laterally spaced first transverse guide rails 101, second transverse guide rails 102, and third transverse guide rails 103. Two symmetrically arranged supports are slidably connected to each of the first transverse guide rail 101, second transverse guide rail 102, and third transverse guide rail 103. The longitudinal guide rail group 4 includes a first longitudinal guide rail 401 and a second longitudinal guide rail 402. Both ends of the sliding platform 5 are respectively slidably connected to the first longitudinal guide rail 401 and the second longitudinal guide rail 402, as Figure 1 、 Figure 2 shown.
[0059] When an assembled rolling welding machine according to an embodiment of the present application is in use, according to the diameter of the reinforcement cage to be fabricated, two brackets on each transverse guide rail are slid to appropriate positions and then fixed, and two sliding platforms 5 are slid to appropriate positions on the first longitudinal guide rail 401 and the second longitudinal guide rail 402 and then fixed. Then, a rotary drive device 6 is fixedly connected to each sliding platform 5. After that, semi-circular ring-shaped steel bar clamping grooves 3 are fixedly installed on each bracket group 2, and the main reinforcement steel bars to be welded are suspended at the concave-convex clamping openings 17 of each semi-circular ring-shaped steel bar clamping groove 3, and the positions of the main reinforcement steel bars are adjusted so that the ends of the steel bars are on the same horizontal plane. Two auxiliary processing channel steel rings 14 are hoisted to the semi-circular ring-shaped steel bar clamping grooves 3 at both ends, and the main reinforcement steel bars to be welded are welded to the auxiliary processing channel steel rings 14 in sequence, thus completing the welding of half of the main reinforcement steel bars. Then, the auxiliary processing channel steel rings 14 at both ends are synchronously hoisted and rotated 180 degrees, and the above operations are repeated to complete the welding of the other half of the main reinforcement steel bars. Rotary members 13 are respectively connected to the auxiliary processing channel steel rings 14 at both ends, and the rotating shaft of the rotary drive device 6 is connected to the rotary members 13. Then, the rotary drive devices 6 at both ends are synchronously lifted, so that the reinforcement cage is separated from the semi-circular ring-shaped steel bar clamping grooves 3. The end of the stirrup is first welded to a main reinforcement steel bar, and the rotary drive devices 6 at both ends are synchronously started to drive the rotary members 13 at both ends to rotate continuously and uniformly synchronously, so as to wind the stirrup around the main reinforcement steel bar while welding construction is carried out, thereby forming a finished reinforcement cage, and then the stirrup is cut off to complete the manufacturing process of the reinforcement cage.
[0060] Each structural part of the assembled rolling welding machine according to an embodiment of the present application can be assembled into one body through simple assembly, and the structure is relatively simple and the floor area is relatively small. By arranging the rotary drive device 6 on the longitudinal sliding platforms 5 at both ends of the reinforcement cage, the rotary drive device 6 controls the synchronous rotation of both ends of the reinforcement cage, and the rolling welding machine according to an embodiment of the present application can wind the stirrup around the main reinforcement steel bar and carry out welding construction while keeping the reinforcement cage rotating in place. Compared with the way of longitudinal feeding of the reinforcement cage, the floor area is effectively reduced.
[0061] By arranging a plurality of transverse guide rails and slidable bracket groups 2 slidably connected to the transverse guide rails, and cooperating with the auxiliary processing channel steel rings 14 and semi-circular ring-shaped steel bar clamping grooves 3 with different reinforcement cage diameter sizes, the assembled rolling welding machine according to an embodiment of the present application can meet the processing and manufacturing of reinforcement cages with different size requirements, and improves its general applicability.
[0062] The main reinforcement steel bars are connected by the auxiliary processing channel steel rings 14 and semi-circular ring-shaped steel bar clamping grooves 3 in the assembled rolling welding machine according to an embodiment of the present application, avoiding manual steel bar threading, improving production efficiency, saving time and effort and improving safety at the same time.
[0063] In an embodiment of the present application, an assembled rolling welding machine ensures that the spacing between main reinforcement bars is distributed as required to meet the quality control requirements of the steel reinforcement cage by arranging a semi-circular ring-shaped steel bar slot 3 and placing the main reinforcement bars at the concave-convex bayonet 17 of the semi-circular ring-shaped steel bar slot 3.
[0064] In an embodiment of the present application, the rotary drive device 6 includes a lifter 9, a mounting base 10, and a servo motor 11. One end of the lifter 9 is fixed on the sliding platform 5, and the mounting base 10 is connected to the lifter 9; the servo motor 11 is fixed on the mounting base 10, and the rotating shaft of the servo motor 11 is connected to the rotating member 13. The two servo motors 11 at both ends in the embodiment of the present application are driven by a one-to-two servo motor driver 7, and the one-to-two servo motor driver 7 can be fixedly connected to the sliding platform 5. During use, the height of the mounting base 10 is adjusted by adjusting the height of the lifter 9, and then the height of the servo motor 11 fixed thereon is adjusted. When it is necessary to lift the steel reinforcement cage to disengage it from the semi-circular ring-shaped steel bar slot 3, only the height of the lifters 9 at both ends needs to be synchronously increased. After the steel reinforcement cage is fabricated, the height of the lifter 9 can be lowered again to lower the welded steel reinforcement cage onto the semi-circular ring-shaped steel bar slot 3. The lifter 9 in the embodiment of the present application can adopt an electric turbine lifter.
[0065] In an embodiment of the present application, the assembled rolling welding machine further includes support frames 12 provided at both ends of the mounting base 10. The support frames 12 include two symmetrically arranged vertical rods 121, and one end of each vertical rod 121 is fixed on the sliding platform 5. By arranging two vertical rods 121 at both ends of the mounting base 10, the mounting base 10 can always move within the space defined by the two vertical rods 121 during up and down movement, which is beneficial to maintaining the stability of the movement of the mounting base 10.
[0066] Furthermore, the support frames 12 in the embodiment of the present application further include two symmetrically arranged first diagonal braces 122. One end of each first diagonal brace 122 is fixedly connected to the mounting base 10, and the other end abuts against the vertical rod 121, that is, one end of the first diagonal brace 122 contacts but is not connected to the vertical rod 121. By arranging the first diagonal braces 122, auxiliary supporting force is provided to the mounting base 10 to reduce the pressure impact of the mounting base 10 on the lifter 9 below it.
[0067] Furthermore, the support frames 12 in the embodiment of the present application further include two symmetrically arranged second diagonal braces 123. One end of each second diagonal brace 123 is fixedly connected to the sliding platform 5, and the other end is fixedly connected to the vertical rod 121. By arranging the second diagonal braces 123, auxiliary supporting force is provided to the vertical rod 121 to enhance the stability of the support frames 12.
[0068] In an embodiment of the present application, the support includes a vertical column 203, an inner diagonal brace 204, and an outer diagonal brace 205. The inner diagonal brace 204 and the outer diagonal brace 205 are respectively arranged on both sides of the vertical column 203, and the inner diagonal brace 204 and the outer diagonal brace 205 are both inclinedly connected to the vertical column 203, as shown in Figure 1 , Figure 3 , Figure 5 . The lower ends of the vertical column 203, the inner diagonal brace 204, and the outer diagonal brace 205 are all slidably connected to the transverse guide rail. By arranging an inclined inner diagonal brace 204 and an inclined outer diagonal brace 205 on both sides of the vertical column 203 respectively, the support stability of the overall structure of the support can be ensured. In the embodiment of the present application, the upper end of the outer diagonal brace 205 is fixedly connected to the upper end of the vertical column 203, and the upper end of the inner diagonal brace 204 is connected to the middle position of the height of the vertical column 203, which is convenient for making steel reinforcement cages with different cross-sectional sizes by adjusting the position of the support group 2.
[0069] In an embodiment of the present application, the rotating member 13 includes at least two rotating rods of the same length. One end of each rotating rod is connected to the inner wall of the auxiliary processing channel steel ring 14, and the other ends converge and are connected to the center of the auxiliary processing channel steel ring 14. In the embodiment of the present application, the rotating member 13 is composed of six rotating rods, which can rotate around the central servo motor 11. The ends of the rotating rods just contact the inner wall of the steel reinforcement cage auxiliary processing channel steel ring 14. The auxiliary processing channel steel ring 14 is provided with circular holes corresponding to each rotating rod at corresponding positions, and the ends of the rotating rods are detachably connected to the circular holes of the auxiliary processing channel steel ring 14, as shown in Figure 3 , Figure 4 . The auxiliary processing channel steel ring 14 is a prefabricated channel steel ring, and its diameter size is determined according to the size of the steel reinforcement cage to be made. During use, first weld the auxiliary processing channel steel ring 14 to all the main reinforcement bars, and then connect the auxiliary processing channel steel ring 14 to the rotating member 13.
[0070] In an embodiment of the present application, a fixed support plate 16 is provided in the middle of each transverse guide rail, which is used to support the semi-circular steel bar slot 3 placed thereon and the weight of the steel reinforcement cage above it, so as to provide a stable and reliable supporting force for the semi-circular steel bar slot 3 and the steel reinforcement cage.
[0071] In an embodiment of the present application, each support is provided with a fixed clip 18 for fixedly clamping the semi-circular steel bar slot 3. In the embodiment of the present application, the fixed clip 18 is arranged on the inner diagonal brace 204 of the support, as shown in Figure 5As shown, the fixing clip 18 can be two steel plates symmetrically arranged on both sides of the inner diagonal brace 204. The width between the two steel plates is equal to the thickness of the semi-circular ring steel bar slot 3, so that the semi-circular ring steel bar slot 3 can be just stuck into it and fixed. Further, fixing clips 18 can also be arranged on both sides of the fixed support plate 16 on the transverse guide rail close to the semi-circular ring steel bar slot 3. In addition, fixing clips 18 can also be arranged on the upper side of the column 203 close to the semi-circular ring steel bar slot 3 to further fix the position of the semi-circular ring steel bar slot 3 placed between the support groups 2.
[0072] In an embodiment of the present application, the transverse guide rail includes two channel steels with concave surfaces facing each other and a steel plate connected between the two channel steels, as Figure 1 shown. The lower ends of each support group 2 can slide in the middle groove of the transverse guide rail, that is, on the upper surface of the middle steel plate. Further, a plurality of threaded holes are provided on the upper surface of each channel steel along the length direction of the transverse guide rail, and the plurality of threaded holes can be arranged at equal intervals. In this way, when the support group 2 slides to a suitable position, a longitudinal baffle can be placed at the suitable position, and both ends of the longitudinal baffle are fixed to the transverse guide rail by screws or bolts to prevent the support group 2 from sliding and position it. The screw or bolt passes through the longitudinal baffle and is screwed into the threaded hole at an appropriate position on the transverse guide rail to connect and fix the longitudinal baffle and the transverse guide rail. The longitudinal baffle is vertically connected to the transverse guide rail. The threaded connection is convenient for disassembly and installation, so as to flexibly adjust the fixed position of the support group 2.
[0073] In an embodiment of the present application, the longitudinal guide rail includes two channel steels with concave surfaces facing each other and a steel plate connected between the two channel steels, as Figure 1 shown. The lower end of the sliding platform 5 can slide in the middle groove of the longitudinal guide rail, that is, on the upper surface of the middle steel plate. Further, a plurality of threaded holes are provided on the upper surface of each channel steel along the length direction of the longitudinal guide rail, and the plurality of threaded holes can be arranged at equal intervals. In this way, when the sliding platform 5 slides to a suitable position, screws or bolts can be screwed into both ends of the sliding platform 5 to fix the sliding platform 5 to the longitudinal guide rail to prevent the sliding platform 5 from sliding and position it. The screw or bolt passes through the sliding platform 5 and is screwed into the threaded hole at an appropriate position on the longitudinal guide rail to connect and fix the sliding platform 5 and the longitudinal guide rail. The threaded connection is convenient for disassembly and installation, so as to flexibly adjust the fixed position of the sliding platform 5.
[0074] In an embodiment of the present application, the prefabricated rolling welder further includes at least two longitudinal aggregate racks 15. The at least two brackets are connected with the longitudinal aggregate racks 15. The longitudinal aggregate rack 15 includes a longitudinal cross bar 151, a transverse cross bar 152, and a vertical stop bar 153. One end of the longitudinal cross bar 151 is connected to the upper side of the outer diagonal brace 205, and one end of the vertical stop bar 153 is connected to the lower side of the outer diagonal brace 205. Both ends of the transverse cross bar 152 are respectively connected to the longitudinal cross bar 151 and the vertical stop bar 153. The transverse cross bar 152 is used to support and place the reinforcing bars to be welded, such as Figure 1 , Figure 3 , Figure 5 as shown. By setting the longitudinal aggregate rack 15, multiple main reinforcing bars to be welded can be temporarily stored on the longitudinal aggregate rack 15, which is beneficial to the subsequent rapid welding with the auxiliary processing channel steel ring 14.
[0075] In a second aspect, the embodiment of the present application further provides a method for processing a steel reinforcement cage, which is processed by using the above-mentioned prefabricated rolling welder, and includes the following steps:
[0076] S1. Determine the number of segments and the length of each segment of the steel reinforcement cage according to the length of the fixed-length reinforcing bar, the total designed length of the steel reinforcement cage, and the hoisting capacity. Determine the number of transverse guide rails included in the transverse guide rail group 1 according to the length of each segment; according to the diameter of the steel reinforcement cage to be fabricated, slide the slidable bracket group 2 along the transverse guide rail group to a suitable position, and install a fixed baffle (i.e., a longitudinal baffle) to fix the position of the slidable bracket group 2; after sliding the sliding platform 5 along the longitudinal guide rail group 4 to a suitable position, fix it on the longitudinal guide rail; the bracket group 2 can be fixed on the transverse guide rail by screw or bolt connection, and the sliding platform 5 can be fixed on the longitudinal guide rail;
[0077] S2. Select a semi-circular ring-shaped steel bar slot 3 with a suitable size according to the diameter of the steel reinforcement cage to be fabricated and snap it between the bracket groups 2 to fix the position of the semi-circular ring-shaped steel bar slot 3; specifically, the semi-circular ring-shaped steel bar slot 3 can be snapped between the fixing clips 18 arranged on both sides of the inner diagonal brace 204 of the bracket group 2, the fixing clips 18 on both sides of the fixing support plate 16, and the fixing clips 18 on both sides of the upper end of the column 203 at the same time;
[0078] S3. Lift the processed main reinforcement bars by a hoisting device and place them on the concave-convex bayonet 17 of the semi-circular ring-shaped steel bar slot 3. Alternatively, first hoist all the main reinforcement bars to be welded onto the aggregate rack 15, and then transfer them to the concave-convex bayonet 17 one by one. After that, adjust the positions of the main reinforcement bars so that the ends of the steel bars are on the same horizontal plane. Hoist the auxiliary processing channel steel ring 14 between the support groups 2, weld all the main reinforcement bars to the auxiliary processing channel steel ring 14, then hoist and rotate the auxiliary processing channel steel ring 14 by 180 degrees. Then, lift the other half of the main reinforcement bars by a hoisting device and place them on the concave-convex bayonet 17 of the semi-circular ring-shaped steel bar slot 3 respectively. Adjust the positions of the main reinforcement bars so that the ends of the steel bars are on the same horizontal plane, and then weld and connect all the main reinforcement bars to the auxiliary processing channel steel ring 14. Connect the power rotating shaft of the rotation driving device 6 to the rotating member 13, and connect the other end of the rotating member 13 to the auxiliary processing channel steel ring 14. When the rotation driving device 6 is driven by the servo motor 11, connect the rotating shaft of the servo motor 11 to the rotating member 13.
[0079] S4. Lift the auxiliary processing channel steel ring 14 to be separated from the semi-circular ring-shaped steel bar slot 3. The position of the servo motor 11 can be raised by the lifter 9, thereby lifting the auxiliary processing channel steel ring 14 to be separated from the semi-circular ring-shaped steel bar slot 3. After that, first weld the end of the stirrup to one main reinforcement bar, and control the synchronous rotation of both ends of the steel reinforcement cage by the rotation driving device 6. The synchronous rotation of the servo motors 11 at both ends of the steel reinforcement cage can be controlled by the one-drive-two servo motor driver 7, driving the rotating member 13 to rotate continuously and evenly, thereby winding the stirrup around the main reinforcement bar. Welding construction is carried out while rotating, so as to form a finished steel reinforcement cage, and then cut off the stirrup.
[0080] S5. After the finished steel reinforcement cage is manufactured, lower the finished steel reinforcement cage and place it on the semi-circular ring-shaped steel bar slot 3. The position of the servo motor 11 can be lowered by the lifter 9, thereby lowering the finished steel reinforcement cage and placing it on the semi-circular ring-shaped steel bar slot 3. After that, loosen the bolts fixing the rotating member 13 and the auxiliary processing channel steel ring 14, remove the rotating members 13 at both ends, move the finished steel reinforcement cage to separate the steel reinforcement cage from the semi-circular ring-shaped steel bar slot 3, and transport the steel reinforcement cage to the designated storage area.
[0081] A method for processing a steel reinforcement cage according to an embodiment of the present application uses an assembled rolling welding machine to manufacture the steel reinforcement cage, avoiding manual steel bar threading, improving production efficiency, saving time and effort, and improving safety at the same time.
[0082] The above embodiments merely represent several implementation manners of the present application. The description thereof is relatively specific and detailed, but it should not be construed as a limitation to the patent scope of the present application. It should be noted that for those of ordinary skill in the art, without departing from the concept of the present application, several modifications and improvements can still be made, and these all fall within the protection scope of the present application. Therefore, the protection scope of the patent of the present application shall be subject to the appended claims.
Claims
1. An assembled roll welding machine, characterized in that, it includes: A transverse guide rail group, including at least two spaced-apart transverse guide rails; At least two bracket groups, each bracket group including two symmetrically arranged brackets; two symmetrically arranged brackets are slidably connected to each transverse guide rail, and each bracket includes a column, an inner diagonal brace and an outer diagonal brace. The inner diagonal brace and the outer diagonal brace are respectively arranged on both sides of the column, and the inner diagonal brace, the outer diagonal brace and the column are all obliquely connected; At least two longitudinal aggregate racks, at least two longitudinal aggregate racks are connected to the at least two brackets. The longitudinal aggregate rack includes a longitudinal cross bar, a transverse cross bar and a vertical bar. One end of the longitudinal cross bar is connected to the upper side of the outer diagonal brace, one end of the vertical bar is connected to the lower side of the outer diagonal brace, and both ends of the transverse cross bar are respectively connected to the longitudinal cross bar and the vertical bar. The transverse cross bar is used to support and place steel bars; A longitudinal guide rail group, including two groups of longitudinal guide rails symmetrically arranged at both ends of the transverse guide rail group; Two connecting rods, both ends of the transverse guide rail are respectively connected to the connecting rods; Two sliding platforms, both ends of each sliding platform are respectively slidably connected to the longitudinal guide rails; Two rotary drive devices, respectively arranged on the two sliding platforms; At least two semi-circular steel bar chucks, each bracket group is movably connected with one semi-circular steel bar chuck, and a plurality of concave-convex notches for clamping steel bars are spaced on each semi-circular steel bar chuck; At least two auxiliary processing channel steel rings, at least two auxiliary processing channel steel rings are movably supported in the at least two semi-circular steel bar chucks; and, Two rotary members, one end of each rotary member is movably connected to the rotary shaft of one rotary drive device, and the other end is movably connected to the auxiliary processing channel steel ring.
2. The assembled roll welding machine according to claim 1, characterized in that, the rotary drive device includes: A lifter, one end of which is fixed on the sliding platform; An installation base, connected to the lifter; and, A servo motor, fixed on the installation base, and the rotary shaft of the servo motor is connected to the rotary member.
3. The assembled roll welding machine according to claim 2, characterized in that, it further includes support frames arranged at both ends of the installation base. The support frames include two symmetrically arranged vertical rods, and one end of each vertical rod is fixed on the sliding platform.
4. The assembled roll welding machine according to claim 3, characterized in that, the support frame further includes two symmetrically arranged first diagonal braces, one end of each first diagonal brace is fixedly connected to the installation base, and the other end abuts against the vertical rod.
5. The assembled roll welding machine according to claim 4, characterized in that, the support frame further includes two symmetrically arranged second diagonal braces, one end of each second diagonal brace is fixedly connected to the sliding platform, and the other end is fixedly connected to the vertical rod.
6. The assembled roll welding machine according to claim 1, characterized in that, The rotating member includes at least two rotating rods of the same length. One end of each rotating rod is connected to the inner wall of the auxiliary processing channel steel ring, and the other ends converge and are connected to the center of the auxiliary processing channel steel ring.
7. An assembled rolling welding machine according to claim 1, characterized in that a fixed support plate is provided in the middle of each of the transverse guide rails for supporting the semi-circular steel bar card slots; and / or, fixed clamping pieces are provided on each of the brackets for fixedly clamping the semi-circular steel bar card slots; and / or, the transverse guide rail includes two channel steels with concave surfaces facing each other and a steel plate connected between the two channel steels; and / or, the longitudinal guide rail includes two channel steels with concave surfaces facing each other and a steel plate connected between the two channel steels; and / or, a plurality of threaded holes are provided along the length direction of the transverse guide rail; and / or, a plurality of threaded holes are provided along the length direction of the longitudinal guide rail.
8. A method for processing a steel reinforcement cage, characterized in that it uses the assembled rolling welding machine according to any one of claims 1-7 for processing, and includes the following steps: S1. Determine the number of segments and the length of each segment of the steel reinforcement cage according to the length of the fixed-length steel bar, the total designed length of the steel reinforcement cage and the hoisting capacity, and determine the number of transverse guide rails included in the transverse guide rail group according to the length of each segment; according to the diameter of the steel reinforcement cage to be fabricated, slide the slidable bracket group along the transverse guide rail group to a suitable position, and install a fixed baffle to fix the position of the slidable bracket group; after sliding the sliding platform along the longitudinal guide rail group to a suitable position, fix it on the longitudinal guide rail; S2. Select a semi-circular steel bar card slot of a suitable size according to the diameter of the steel reinforcement cage to be fabricated and snap it between the bracket groups to fix the position of the semi-circular steel bar card slot; S3. Hoist the processed main reinforcement bars onto the concave-convex bayonets of the semi-circular steel bar card slots through a hoisting device, adjust the positions of the main reinforcement bars so that the ends of the steel bars are on the same horizontal plane, hoist the auxiliary processing channel steel ring to between the bracket groups, weld all the main reinforcement bars to the auxiliary processing channel steel ring, then lift the auxiliary processing channel steel ring and rotate it 180 degrees, and then hoist the other half of the main reinforcement bars onto the concave-convex bayonets of the semi-circular steel bar card slots through a hoisting device respectively, adjust the positions of the main reinforcement bars so that the ends of the steel bars are on the same horizontal plane, and then weld and connect all the main reinforcement bars to the auxiliary processing channel steel ring. Connect the power rotating shaft of the rotary drive device to the rotating member, and connect the other end of the rotating member to the auxiliary processing channel steel ring; S4. Lift the auxiliary processing channel steel ring away from the semi-circular steel bar card slots, first weld the end of the stirrup to one main reinforcement bar, control the synchronous rotation of both ends of the steel reinforcement cage through the rotary drive device to drive the continuous and uniform rotation of the rotating member, and then wind the stirrup around the main reinforcement bars. During the rotation, welding construction is carried out to form a finished steel reinforcement cage, and then cut off the stirrup. After the finished reinforcement cage is fabricated, lower the finished reinforcement cage and place it on the semi-circular ring-shaped steel bar slot, remove the rotating members at both ends, move the finished reinforcement cage to separate the reinforcement cage from the semi-circular ring-shaped steel bar slot, and transport the reinforcement cage to the designated storage area.
Citation Information
Patent Citations
Steel reinforcement cage semi-automatic seam welder and steel reinforcement cage construction process adopting steel reinforcement cage semi-automatic seam welder
CN110340508A
Reinforcement cage seam welder
CN215280676U